ISBN: 9780415395045 - The Smp Concept-based 3d Constitutive Models for Geomaterials (15 results)

Hardcover. Condition: New. Brand new book, sourced directly from publisher. Dispatch time is 7-8 days from our warehouse. Book will be sent in robust, secure packaging to ensure it reaches you securely.

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Condition: New. pp. xvi + 136 1st Edition.

Hardcover. Condition: new. Hardcover. The Cam-Clay model is a fundamental constitutive model in soil mechanics, but is only suitable for normally consolidated clay under triaxial compression stress states. The SMP failure criterion is the most reasonable three-dimensional extension of the Mohr-Coulomb failure criterion from the point of view of its physical meaning, mathematical expression and geometrical presentation. To integrate the Cam-Clay model with the SMP criterion and extend it to sand and other geomaterials is one of the fundamental tasks in geotechnical engineering. This book introduces the SMP criterion, the integration of the SMP criterion with the well-known Cam-clay model, and the application of the SMP criterion to the general elastoplastic constitutive models for geomaterials like clay, sand and unsaturated soil. In addition to the theoretical development of constitutive models, the book is full of high-quality experimental data obtained from conventional and true triaxial tests on various soils. The scope and the level of the book ensure that it will be a valuable resource for postgraduate students, academics and geotechnical engineering professionals alike This book introduces the SMP criterion, its integration with the well-known Cam-clay model, and its application to the general eleastoplastic constitutive models for geomaterials like clay, sand and unsaturated soil. Shipping may be from multiple locations in the US or from the UK, depending on stock availability.…

Condition: New. pp. xvi + 136.

Condition: New. Introduces the SMP criterion, its integration with the well-known Cam-clay model, and its application to the general eleastoplastic constitutive models for geomaterials, such as clay, sand and unsaturated soil. This book is useful as a resource for postgraduate students, academics and geotechnical engineering professionals. Num Pages: 160 pages, 112 black & white illustrations, 10 black & white tables, 6 black & white halftones, 106. BIC Classification: TNCC. Category: (P) Professional & Vocational; (UP) Postgraduate, Research & Scholarly; (UU) Undergraduate. Dimension: 246 x 174 x 14. Weight in Grams: 430. . 2006. 1st Edition. hardcover. . . . .…

Gebunden. Condition: New. Hajime Matsuoka is Professor of Civil Engineering at the Nagoya Institute of Technology in Japan and the author of a number of books. His research interests include Earth Reinforcement and Vibration Reduction by Soilbags, in-situ Direct .

Hardcover. Condition: Brand New. 1st edition. 136 pages. 9.50x6.75x0.50 inches. In Stock.

Condition: New. Introduces the SMP criterion, its integration with the well-known Cam-clay model, and its application to the general eleastoplastic constitutive models for geomaterials, such as clay, sand and unsaturated soil. This book is useful as a resource for postgraduate students, academics and geotechnical engineering professionals. Num Pages: 160 pages, 112 black & white illustrations, 10 black & white tables, 6 black & white halftones, 106. BIC Classification: TNCC. Category: (P) Professional & Vocational; (UP) Postgraduate, Research & Scholarly; (UU) Undergraduate. Dimension: 246 x 174 x 14. Weight in Grams: 430. . 2006. 1st Edition. hardcover. . . . . Books ship from the US and Ireland.…

Hardcover. Condition: new. Hardcover. The Cam-Clay model is a fundamental constitutive model in soil mechanics, but is only suitable for normally consolidated clay under triaxial compression stress states. The SMP failure criterion is the most reasonable three-dimensional extension of the Mohr-Coulomb failure criterion from the point of view of its physical meaning, mathematical expression and geometrical presentation. To integrate the Cam-Clay model with the SMP criterion and extend it to sand and other geomaterials is one of the fundamental tasks in geotechnical engineering. This book introduces the SMP criterion, the integration of the SMP criterion with the well-known Cam-clay model, and the application of the SMP criterion to the general elastoplastic constitutive models for geomaterials like clay, sand and unsaturated soil. In addition to the theoretical development of constitutive models, the book is full of high-quality experimental data obtained from conventional and true triaxial tests on various soils. The scope and the level of the book ensure that it will be a valuable resource for postgraduate students, academics and geotechnical engineering professionals alike This book introduces the SMP criterion, its integration with the well-known Cam-clay model, and its application to the general eleastoplastic constitutive models for geomaterials like clay, sand and unsaturated soil. Shipping may be from our Sydney, NSW warehouse or from our UK or US warehouse, depending on stock availability.…

Condition: New. pp. xvi + 136 Illus. This item is printed on demand.